Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214221 DEA: 081F1424 EFIS: 0815000232
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-23.9/33.4
Work Description: REPLACE INDIVIDUAL PCC SLABS, GRIND PCC PAVEMENT AND UPGRADE GUARDRAIL
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM NICHOLS ROAD OVERCROSSING TO 0.2 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Denise Sostrom Structure Rep.: Arnel Vega
DIME Sample ID: 2020-07-30-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 07/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2020
The quantity of what the sample constitutes: 3 beams
A brief description of the sample: PCC Rapid set beams
From where was the sample collected: Job Site
Laboratory sample identification: 39RA, 39RB, 39RC
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MSC Plant 1
The concrete mix design number: 800-5RSC
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: TT
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: concrete sample from wheel barrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-07-30-11-1
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 08/02/2020
Date Tested: 08/02/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens
|
1
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
3 days
|
Modulus of rupture
|
650 psi
|
DIME Test ID: 2020-07-30-11-2
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 08/02/2020
Date Tested: 08/02/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens
|
1
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
3 days
|
Modulus of rupture
|
680 psi
|
DIME Test ID: 2020-07-30-11-3
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Verified Date: 08/02/2020
Date Tested: 08/02/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens
|
1
|
Does the testing machine measure load or stress on the beam specimen?
|
Load
|
Fracture initiates in the tension surface
|
Within the Middle Third of the Span Length
|
Fracture occurred at a capped section
|
No
|
Is a beam dimensional correction factor used?
|
No
|
Age of specimen
|
3 days
|
Modulus of rupture
|
670 psi
|